scholarly journals KARAKTERISTIK MARSHALL QUOTIENT PADA HOT MIX ASPHALT MENGGUNAKAN AGREGAT ALAM SUNGAI OPAK

2019 ◽  
Vol 15 (2) ◽  
pp. 84-91
Author(s):  
Maris Setyo Nugroho
Keyword(s):  
Hot Mix Asphalt ◽  
Road Construction ◽  
National Standard ◽  
Test Results ◽  
Quality Testing ◽  
Asphalt Content ◽  
Natural Aggregates ◽  
The Stability ◽  
Asphalt Quality

 ABSTRACTThe purpose of this study is to determine the Marshall Quotient (MQ) value of hot mix asphalt (HMA), which uses natural aggregates from the Opak river. In addition to the MQ value in this study also examines the value of stability and flow in concrete asphalt mixtures with asphalt content of 6.5%. The research method used was an experimental method in the JPTSP FT UNY road construction laboratory. The testing standard used refers to the Indonesian National Standard (SNI). In addition to testing Marshall values, preliminary testing is also carried out to determine the quality of the material used. Material testing includes aggregate quality testing and asphalt quality testing. Based on the test results, the stability, flow and MQ values were 1177.01 kg, 3.20 mm and 384.05 kg/mm respectively. When compared with the requirements in the RSNI 03-1737-1989, only the flow values do not meet the requirements.Keywords: hot mix asphalt (HMA), stability, flow, marshall quotient ABSTRAK Penelitian ini bertujuan untuk mengetahui nilai Marshall/Marshall Quotient (MQ)dari campuran aspal panas/hot mix asphalt (HMA), yang menggunakan agregat alami dari kali Opak. Selain nilai MQ pada penelitian ini juga mengkaji nilai stabilitas dan kelelehan (flow) pada campuran aspal beton dengan kadar aspal 6,5%. Metode penelitian yang digunakan yaitu metode eksperimental di laboratorium konstruksi jalan JPTSP FT UNY. Standar pengujian yang digunakan mengacu Standar Nasional Indonesia (SNI). Selain pengujian nilai Marshall juga dilakukan pengujian pendahuluan untuk mengetahui mutu material yang digunakan. Pengujian material yang dilakukan meliputi pengujian mutu agregat dan pengujian mutu aspal yang digunakan untuk campuran aspal beton. Bersarkan hasil pengujian diperoleh nilai stabilitas, kelelehan, dan nilai Marshall berturut-turut sebesar 1171,01 kg, 3,20 mm, dan 384,05 kg/mm. Jika dibandingkan dengan persyaratan nilai stabilitas, kelelehan, dan nilai marshal yang tercantum pada RSNI 03-1737-1989, hanya nilai kelehan saja yang tidak memenuhi persyaratan. Kata kunci: hot mix asphalt (HMA), stabilitas, kelelehan, nilai marshall

scholarly journals The Effect of Mixing Natural Aggregates with Artificial Aggregates on Marshall Parameters

2021 ◽  
Vol 6 (1) ◽  
pp. 10-19
Author(s):  
Muhammad Riski ◽  
Febrina Dian Kurniasari ◽  
Bunyamin
Keyword(s):  
Surface Texture ◽  
Coarse Aggregate ◽  
National Standard ◽  
Best Value ◽  
City District ◽  
Asphalt Content ◽  
Natural Aggregates ◽  
Excellent Adhesion ◽  
The Stability ◽  
The Cost

In general, aggregates consist of Natural Aggregates (NA) and Artificial Aggregates (AA). Artificial aggregates, such as Crushed Stone (CS), are aggregates produced through the crusher industry which has a rough and angular surface so that it has excellent adhesion to asphalt. Meanwhile, NA is an aggregate produced from a river which has a smooth and large hollow surface texture. The cost for AA is very expensive when compared to NA, so it is necessary to experiment with mixing NA and AA to minimize the use of AA. NA are obtained from Sungai Jalin, Jantho City District, Aceh Besar District. The method used refers to the specification of Bina Marga 2010 Revision four (2018) and the Indonesian National Standard (SNI). The purpose of this study was to see the effect of the combination of NA and AA as a substitute for coarse aggregate on the AC-WC concrete asphalt layer. The specimens used were 66 specimens with substitution of NA and AA into the asphalt layer were 0% NA: 100% AA, 25% NA: 75% AA, 50% NA: 50% AA, 75% NA: 25% AA, 100% NA : 0% AA. Based on the research results, the best value for the optimum marshall parameter is the substitution of 25% AA: 75% BP at asphalt content of 5.00%, the stability value is 1492.37kg with a VIM value of 3.69%, VMA 16.17%, VFA 77.88% and MQ 573.87kg / mm which have met the requirements of the 2010 Revision four (2018) Bina Marga specification.

scholarly journals KARAKTERISITIK MEKANIS CAMPURAN LASTON ATAS DENGAN PENAMBAHAN SERAT KARBON

2020 ◽  
Vol 3 (3) ◽  
pp. 613
Author(s):  
Ewaldo Tanton ◽  
Anissa Noor Tajudin
Keyword(s):  
Carbon Fiber ◽  
Narrow Range ◽  
Asphalt Mixture ◽  
Test Results ◽  
Road Pavement ◽  
Directorate General ◽  
Asphalt Content ◽  
The Stability ◽  
The Cost

The increasing number of vehicles but not followed by increasing the quality of pavement will cause many roads to be damaged. One of the efforts to improve the quality of road pavement is by adding various additional ingredients. For this research the method of mixing asphalt with carbon fiber uses the Dry-Mix method, where carbon fiber is directly mixed when cooking asphalt. By using a variation of 0,1%; 0,2%; 0,3% and 0,4% carbon fiber, and with asphalt content of 5,7%. After obtaining asphalt mixture data, the research continued to determine the optimum carbon fiber content using the narrow range method. Then proceed to change the stability of Marshall into modulus then included in the KENPAVE program. Then the test results can be seen in the Nd and Nf values and the Nr value requirement of <2, which values are based on General Specifications of the Directorate General of Highways 2017 Edition. The results of this study have met all the requirements that have been set and based on the value of Nd and Nf it can be concluded that the use of carbon fiber asphalt mixture additives can be used in an effort to reduce the cost of asphalt treatment.ABSTRAKPeningkatan jumlah kendaraan namun tidak diikuti dengan peningkatan kualitas perkerasan jalan akan menyebabkan banyak jalan yang mengalami kerusakan. Salah satu upaya untuk meningkatkan kualitas perkerasan jalan adalah dengan menambahkan bahan tambah yang bervariasi. Untuk penelitian ini cara pencampuran aspal dengan serat karbon menggunakan metode Dry-Mix, dimana serat karbon secara langsung dicampurkan pada saat memasak aspal. Dengan menggunakan variasi kadar serat karbon 0,1%; 0,2%; 0,3% dan 0,4%, serta dengan kadar aspal 5,7%. Setelah didapatkan data campuran aspal penelitian dilanjutkan untuk menentukan kadar serat karbon optimum dengan metode Narrow Range. Kemudian dilanjutkan mengubah stabilitas Marshall menjadi modulus kemudian dimasukkan ke dalam program KENPAVE. Kemudian hasil pengujian tersebut dapat dilihat pada nilai Nd dan Nf dan syarat nilai Nr yaitu <2, yang dimana nilai-nilai tersebut berdasarkan Spesifikasi Umum Direktorat Jendral Bina Marga Edisi 2017. Hasil dari penelitian ini telah memenuhi seluruh syarat yang telah ditetapkan dan berasarkan nilai Nd dan Nf dapat disimpulkan bahwa penggunaan serat karbon terhadap bahan tambahan campuran aspal dapat digunakan dalam usaha mengurangi biaya perawatan aspal.

scholarly journals Characteristics of masonry block that utilizes reclaimed asphalt pavement and waste cooking oil as the binder

2019 ◽  
Vol 276 ◽  
pp. 03001
Author(s):  
I Nyoman Arya Thanaya ◽  
I Nyoman Karnata Mataram ◽  
Bayu Setiawan
Keyword(s):  
Compressive Strength ◽  
Asphalt Pavement ◽  
Waste Cooking Oil ◽  
National Standard ◽  
Reclaimed Asphalt Pavement ◽  
Aggregate Gradation ◽  
Reclaimed Asphalt ◽  
Cooking Oil ◽  
Asphalt Content ◽  
Natural Aggregates

The availability of natural aggregate is getting limited, therefore it is required new alternative materials to substitute natural aggregates. Within this experiment reclaimed asphalt pavement (RAP) was used as masonry block with waste cooking oil as the binder. The objective of this experiment was to analyze the RAP asphalt content and aggregate gradation; and the samples characteristics particularly the compressive strength of masonry block minimum of 25 kg/cm2 that meet the Indonesian national standard SNI-03-0348-1989. The asphalt content of the RAP was initially extracted and tested for its aggregate gradation and specific gravity. The RAP was added 20% sand and a certain amount of waste cooking oil and evenly mixed. After that the mixture was compacted in a mould with a Marshall hummer, with compaction cycles for 15, 25, and 35 times where each cycle consists of 3 even blows. The size of the compacted samples were 20x10x8cm. After the samples were taken out from the mould, they were heated in an oven for 12 and 24 hours at 160°C and 200°C. It was found that the minimum waste cooking oil content required 4%. The best compressive strength was found on samples compacted at 15 compaction cycles and heated at 200°C for 24 hours. The un-soaked compressive strength was 80.5 kg/cm2 and 68.67 kg/cm2 for the soaked samples. In general the compressive strength well met the minimum 25 kg/cm2. Other best characteristics was found on samples heated at 160°C for 12 hours, with lowest water absorption of 5.64% and porosity of 4.53%. The Initial Rate of Suction (IRS) was 0,25~0,45 kg/m2.minute.

Evaluation and Application of Recipe for Binding Materials in Self-Compacting Concrete

2014 ◽  
Vol 629-630 ◽  
pp. 405-416
Author(s):  
Wei Chung Yeih ◽  
Jiang Jhy Chang ◽  
Mao Chieh Chi ◽  
Cheng Chin Chang ◽  
Ran Huang
Keyword(s):  
Raw Materials ◽  
Setting Time ◽  
Cementitious Materials ◽  
Heat Of Hydration ◽  
Test Results ◽  
New Era ◽  
Materials Research ◽  
Hardened Properties ◽  
The Stability

Concrete consists of many kinds of raw materials, the safety and quality of construction are greatly influenced by the stability of concrete. Thus, how to improve the performance of concrete and construction method, i.e. avoid the bleeding, segregation and honeycomb, etc, becomes a very important issue and imminent mission. This study discusses the different mixing designs of SCC with the amounts of cementitious materials ( OPC, GGBFS, and FA) ranged from 400 - 500 kg/m3. Meanwhile, the fresh and hardened properties of SCC, such as the slump flow, setting time, heat of hydration, and compressive strength were also determined. Test results indicate SCC binding materials can be classified by its compacting ratio. For instance, to pass the boxing test of R1/R2 within and without hindrance, the minimum binding materials should be 500kg/m3, 450kg/m3 and 400kg/m3. The optimum binding materials research shows if use cement, GGBFS and FA at the same time , it can increase the initial and final setting time and decrease the heat of hydration. The SCC binding materials’ concept will meet the requirement of " Safety, Durability, Workability and Ecology " for the new era. Thus, the amount of cement was at least 250kg/m3 or more for SCC mix design and the adding of GGBFS and FA was recommended to maintain 20 - 40 % of all cementitious materials based on the test results.

scholarly journals Assessment of the Cause and Effect of Early Damage of Cobble Stone Road Construction and Its Remedial Measurements: A Case of Nekemte Town Cheleleki Sub City

2021 ◽  
Vol 3 (1) ◽  
Author(s):  
Shiferaw Garoma Wayessa ◽  
Ayana Abera Beyene
Keyword(s):  
Field Tests ◽  
Road Construction ◽  
Fine Aggregate ◽  
Remedial Measures ◽  
Development Programs ◽  
Construction Time ◽  
Structural Failures ◽  
The Stability ◽  
Sequence Quality

Road constructing in Ethiopia is increasingly in demand to meet its medium and long term development programs. Most internal road of Oromia cities/town are cobblestone and gravel. Some portions along the alignment proposed and existing roads traversed low resistance of the subgrade that affect the stability of upper layers of cobblestones.  Structural failures are observed on cobblestones roads, would it be constructed by good quality or low quality of materials. Nekemte Cobblestones Projects have been started in 2014 widely which were failed in most area today as we observed that needs to be addressed and a corresponding remedial measures must be drawn. A possible remedial measures had been organized for every observed  failure  or  destroyed  to  obtain  normal  road  condition  of  the study  area. An assessment was made by using observation, interviews, laboratory and field test to determine the adequacy of the cobblestones, underlain material to serve as a subgrade for road construction based on project specifications and Ethiopian Road Authority (ERA) low volume road Specification. From the field tests and laboratory tests carried out, it is observed that the causes of cobblestone road failures of this road section are mainly due to the construction steps/sequence, quality of materials, road construction time, lack of proper design and quality control, absences of drainage structures, lack of highly compaction, lack of accurately fill fine aggregate and suddenly high loads vehicle applied on cobblestone road.

scholarly journals Alingment of braking performance for truck and trailer as an important factor in road construction

2021 ◽  
Vol 1203 (3) ◽  
pp. 032085
Author(s):  
Andrej Haring
Keyword(s):  
Traffic Accidents ◽  
Road Construction ◽  
Reference List ◽  
Braking Performance ◽  
The Road ◽  
Start Up ◽  
Braking Distance ◽  
The Stability ◽  
Internal And External Factors

Abstract Alingment of braking performance of truck trailer is an important parameter that affects its braking stability. This shows particular in critical situations or during braking on a surface with reduced adhesion. Alingment of braking performance can be automatic, which is one of quality of electronical brake systems. Further on, can be forcible, which is being executed during service a diagnostic work.This contribution is focused on analysis alingment of braking performance. Describing technical conditions, internal and external factors which affect it. Due to magnitude of this problematics, is in this article evaluated the optimization of braking affects truck trailers in the start-up phase. The analysis of the process – start-up braking effect has justification from the reason, that has primary influence on the stability truck trailer during braking and this can be the cause of collision situations or also traffic accidents. The parameter of alingment of braking performance has a primary influence on the braking stability of the truck trailers, which significantly affects road safety and is also important for the economy of the truck trailers. your abstract here… The abstract should include the purpose of research, principal results and major conclusions. References should be avoided, if it is essential, only cite the author(s) and year(s) without giving reference list. Prepare your abstract in this file and then copy it into the registration web field. Braking distance is an important factor in the road construction. Therefore, it must be taken into account when designing these buildings.

Uji Marshall Pada Campuran AC-WC Dengan Substitusi Filler

2021 ◽  
Vol 6 (1) ◽  
Author(s):  
Zainal Abidin ◽  
Bunyamin Bunyamin ◽  
Febrina Dian Kurniasarir
Keyword(s):  
Construction Materials ◽  
Oyster Shell ◽  
Materials Testing ◽  
Filler Materials ◽  
Type Ii ◽  
Asphaltic Concrete ◽  
Asphalt Content ◽  
Materials Used ◽  
The Stability

To improve the quality of pavement can be achieved by substituting filler materials. The materials used for mixing asphaltic concrete are Portland Cement (PC) Andalas type II and Krueng Neng Oyster Shell (ACT) to bind the aggregate with the mixture of asphalt becoming denser as the ACT contains silica and lime. The use of ACT as a filler is expected to improve the quality of the pavement mixture. The study aimed to determine the effect of Marshall Parameters on the use of PC-substituted ACT fillers with a composition of 0% ACT: 100% PC, 20% ACT: 80% PC, 50% ACT: 50% PC, 80% ACT: 20% PC , and 100% ACT: 0% PC against AC - WC mixture. The number of construction materials testing in this study was 66. The research method was Bina Marga 2010 Revision 4 of 2018. The results showed that all compositions met the requirements for the Bina Marga 2010 Revision 4 2018 specification, the best composition for ACT and PC filling substitutes were obtained a percentage of 20% ACT and 80% PC at 5.00% of the asphalt content, the stability value was 1323.01 kg with a VIM value of 3.66% VMA 15.91% VFA 76.99 and MQ 508.68 kg / mm.

scholarly journals UJI KUALITATIF KANDUNGAN HARA KOMPOS CAMPURAN BEBERAPA KOTORAN TERNAK PELIHARAAN

EUGENIA ◽  
2019 ◽  
Vol 22 (3) ◽  
Author(s):  
Meity Tumimbang ◽  
Zetly E. Tamod ◽  
W. Kumolontang
Keyword(s):  
Water Content ◽  
Total Content ◽  
Nutrient Content ◽  
National Standard ◽  
Test Results ◽  
Livestock Manure ◽  
Total N ◽  
Fe Content

ABSTRACT The purpose of this research is to find out the nutrient content on five types of livestock manure compost which made of the mix of some livestock manure. This research uses three stages starting from the inventory, then analyzing the data, and finally interpretation of the data for the parameters: follow-up material, color, odor, moisture or water content, Reaction Fertilizer PH, Levels of C Organic, Levels of Total N, Total P, Total K, and Fe. The inventory stage is conducted in laboratory using fast accurate qualitative methods based on Soil Research Center manual guide (2015). The research showed the results of the analysis of physical quality of blackish brown color, soil smells, moisture content less than 50% have met the Indonesian National Standard (SNI) 19-7030-2004. However, based on Decree of the Minister of Agriculture no 28/Permentan/SR.130/B/2009, the water content obtained under the requirements is only in the range of 7.82 to 13.31 from 15-25% while the follow-up material showed <2%. The test results using a set of compost test tools showed N Total content of the livestock manure mixture compost that were made in the range of 2-3% (SNI standard >0,4% and Decree of the Minister of Agriculture <6%), P2O5 1-1.5% (SNI standard >0.1% and Decree of the Minister of Agriculture <6%), C-Organic 10% (SNI standard >9,8-32% and Decree of the Minister of Agriculture >12%), and Fe content 1000-2000 ppm (Decree of the Minister of Agriculture standard 0-8000 ppm), PH 5-7 (SNI standard 6,8 and Decree of the Minister of Agriculture standard 7,49).Key words: compost,  domesticated cattle

scholarly journals UJI KUALITATIF KANDUNGAN HARA KOMPOS CAMPURAN BEBERAPA KOTORAN TERNAK PELIHARAAN

EUGENIA ◽  
2019 ◽  
Vol 22 (3) ◽  
Author(s):  
Meity Tumimbang ◽  
Zetly E. Tamod ◽  
Wiesje Kumolontang
Keyword(s):  
Water Content ◽  
Total Content ◽  
Nutrient Content ◽  
National Standard ◽  
Test Results ◽  
Livestock Manure ◽  
Total N ◽  
Fe Content

ABSTRACT   The purpose of this research is to find out the nutrient content on five types of livestock manure compost which made of the mix of some livestock manure. This research uses three stages starting from the inventory, then analyzing the data, and finally interpretation of the data for the parameters: follow-up material, color, odor, moisture or water content, Reaction Fertilizer PH, Levels of C Organic, Levels of Total N, Total P, Total K, and Fe. The inventory stage is conducted in laboratory using fast accurate qualitative methods based on Soil Research Center manual guide (2015). The research showed the results of the analysis of physical quality of blackish brown color, soil smells, moisture content less than 50% have met the Indonesian National Standard (SNI) 19-7030-2004. However, based on Decree of the Minister of Agriculture no 28/Permentan/SR.130/B/2009, the water content obtained under the requirements is only in the range of 7.82 to 13.31 from 15-25% while the follow-up material showed <2%. The test results using a set of compost test tools showed N Total content of the livestock manure mixture compost that were made in the range of 2-3% (SNI standard >0,4% and Decree of the Minister of Agriculture <6%), P2O5 1-1.5% (SNI standard >0.1% and Decree of the Minister of Agriculture <6%), C-Organic 10% (SNI standard >9,8-32% and Decree of the Minister of Agriculture >12%), and Fe content 1000-2000 ppm (Decree of the Minister of Agriculture standard 0-8000 ppm), PH 5-7 (SNI standard 6,8 and Decree of the Minister of Agriculture standard 7,49). Key words: compost, domesticated cattle

scholarly journals Optimizing Mixture Composition to Improve the Performance of Porous Asphalt for Wearing Course as an Environmentally Friendly Road Construction Material

2019 ◽  
Vol 21 (1) ◽  
pp. 20-27
Author(s):  
Ika Sulianti ◽  
Amiruddin Amiruddin ◽  
Ibrahim Ibrahim ◽  
A. Subrianto
Keyword(s):  
Construction Material ◽  
Road Construction ◽  
Flexible Pavement ◽  
Mixture Composition ◽  
Optimal Conditions ◽  
Normal Mixture ◽  
Porous Asphalt ◽  
Asphalt Content ◽  
Materials Used ◽  
The Stability

Abstract. Porous asphalt is an alternative in flexible pavement which is considered to make water seep into the soil. In previous research have been tested the mixture of  porous asphalt that meets porous asphalt porosity requirements, but found the weaknesses that the stability is still lower than the standard required. Based on result obtained before, the study is aimed at investigating the use of mixture composition variable with different percentages until the optimal conditions were obtained, namely making a normal mixture, 15%, 18.75%, 22.5%, 26.25%, 30% as sand composition reduction. The percentage of sand reducted from previous composition with different asphalt variations. Tests are carried out using the Marshall method. Sequence of tests show that the materials used for experiment meet the requirement.  Optimum Asphalt Content obtained for the mixture are 6% of the total mixed weight. The best Marshall characteristics for AC-WC porous asphalt obtained are at the percentage of 26.25% sand reduction.  

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